Abstract
A two-dimensional modification of the mathematical models of Streeter-Phelps, Monod, Dobbins-Driesnek and Kemp using drip and high-load biofilters is considered. Based on the results of numerical calculations, their influence on the process of treating wastewater entering the Selenga River is studied. Numerical implementation is carried out using the implicit difference method.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
